Due to poor soil conditions, deep foundations using 95-foot deep concrete piers were proposed to obtain the necessary bearing capacity for this six-story facility. However, with the budget and schedule constraints, United proposed using dynamic compaction as an alternate method, allowing the construction time to be reduced to eleven months from site clearing to tenant occupancy. The 40-foot spans from column to exterior glass provided a virtually columnless footprint. The floor to ceiling vision glass were interior features, which attracted the full building tenant to this facility. The architectural precast with exposed granite aggregate was accented with granite medallions to unify the building design.